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HomeMy WebLinkAboutDRB18-0110_Approved Plans_1525730325.pdfRevisions STAMP 56 Edwards Village Blvd Suite 210Edwards, CO 816362 970-766-1740TAB Associates, Inc. 4/20/2018 10:14:52 AMC:\Users\anna\Documents\1736-Hagedorn Residence-CENTRAL_anna_detached_anna457AF.rvt1736Hagedorn ResidenceSchematicDesignCoverA0.0 04/09/2018HAGEDORN RESIDENCE 2658 Arosa Drive Vail, Colorado 81657 DRB Final Submittal 04/09/2018 2658 Arosa DriveVail, Colorado 81657DRAWING INDEX GENERAL: A0.0 COVER SHEET SURVEY: TS0.1 DUPLEX PLAT TS1.0 SURVEY CIVIL: C1.0 GRADING, STORM DRAINAGE AND SUBDRAIN PLAN C2.0 DETAILS ARCHITECTURAL: SITE / LANDSCAPE PLAN A1.1 LANDSCAPE PLAN FLOOR PLANS A1.2 FLOOR PLANS A1.3 GROSS RESIDENTIAL FLOOR AREA A1.4 SLOPE STUDY A1.5 SITE DEVELOPMENT STANDARDS A1.6 SITE COVERAGE A1.7 GRFA BASEMENT CALCULATIONS EXTERIOR ELEVATIONS A3.0 3-D VIEWS A3.1 EXTERIOR ELEVATIONS A3.2 EXTERIOR ELEVATIONS A3.3 MATERIALS LOT Lot 3B Block D Vail Ridge DRB APPROVED 5/2/2018 12:00:00 AM CL Landscape Legend Temporary Erosion Control Protecting Natural Features FS 67.25 8530 8530 SURVEY NOTE: ALL SURVEY & TOPOGRAPHICAL INFO. ENGINEERING" ON 9/18/96, PROJ. # 106117 ELECTRONICALLY PROVIDED BY "CONTRA 3/PP located according to a Contractor prepared Temporary construction and landscaping periods. Berms shall be Strawable siltation berms shall be utilized during the to excavation. the Temp. Erosion Control Plan. will be revegetated to match the natural vegetation. which are not landscaped but within the disruption zone protect surrounding undisturbed vegetation. The areas The area of disruption will be completely fenced to of the Owner or inspector, should problems occur. additional control facilities at the direction construction site, and shall be required to install the release of sediment laden water from the The Contractor shall be responsible for preventing drainage swales not to exceed 25' according to Water dissipators shall be insalled at intervals in Erosion Control Plan and shall be installed prior property line proposed spot elev. building envelope centerline easement construction limit line direction of swale exist. contour prop. contour Bushes silt fence Ground Cover Revegetation Native Grass/Wildflower Boulder Wall Abbreviation (see Plant list) Plant Material Call Out Quantity Existing Tree To Be Removed Ground Cover Deciduous Trees EvergreenTrees Shrubs Perennials Manicured Sod Landscaping Plant List Botanical Name Populus tremuloides Common Name Aspen Abbrev PT PP Picea pungens Colorado Spruce Quantity Size Remarks 5 gal. 3' o.c. 8' Hgt. 1\"-2" cal. 50%-1\"/50%-2" 5 9 50%Bl/50%Grn B&B 50% multi-stem B&B Assorted Ground Cover and Perrennials: 60% of area are gallon container and 40% of area are flats. (32, 2 1/4 pot per flat) GC Snow in Summer Hardy Ice Plant Creeping Phlox Delosperma nubigena Phlox subulata Aster varieties Peony Jupiters Beard Butterfly Bush English Lavendar PaeoniaValerian officinalis Buddleia Lavandula angustifolia Assorted Ground Cover and Perrennials: 60% of area are gallon container and 40% of area are flats. (32, 2 1/4 pot per flat) GC Columbine Painted Daisy Delphinium Sweet William Flax Lupine Penstemon Chrysanthemum coccineum Delphinium elatum Dianthus (varieties) Linum perenne lupinus (varieties) Penstemon strictus Cerastium tomentosum Santolina chamaecyparissus Lavendar Cotton SC 5 5 gal.Mature Ht.=3'-5' Mature Spread=3'-10' Viburnam lentago Nannyberry VL 5 5 gal.Mature Ht.=8'-15' Mature Spread=3'-4' Cornus stolonifera Red Twig Dogwood CS 0 5 gal.Mature Ht.=8'-10' 200 S.F. OF MANICURED SOD (BASI S OF BEARINGS ) 6 0 . 0 0' 5' HOLY CROSS ELECTRIC ASSOCIATION EASEMENT (RECEPTION No. 223296) SEWER MANHOLERIM ELEV. = 7968.7' SEWER MANHOLERIM ELEV. = 7919.4' FOUND A No. 5 REBAR WITH A 1.5 " ALUMINUM CAP P.L.S. No. 30091 FOUND A No. 5 REBAR WITH A 1.5 " ALUMINUM CAP P.L.S. No. 30091 FOUND A PLAIN No. 5 REBAR FOUND A PLAIN No. 5 REBAR FOUND A No. 5 REBAR WITH A 1.5" ALUMINUM CAP P.L.S. No. 23506 FOUND A PLAIN No. 5 REBAR FOUND A No. 5 REBAR WITH A WASHER (N80°10'53"W - 0.24' FROM CORNER) FOUND A No. 5 REBAR WITH A 1.5" ALUMINUM CAP P.L.S. No. 30091 0.1684 AC. 2610 7,334 SQ. FT. 0.1534 AC. 2658 6,6 8 5 SQ. FT .OUTLINE OF EXISTING RESIDENCE LOT 4 LOT 3A LOT 2 LOT 5 A R O S A D R IV E (50' R.O.W.) A R O SA D R IVE (50' R.O. W.)NORTH FRONTAGE ROAD WEST (I-70 R.O.W.)LOT 8 LOT 3B57.22 ' 52.96 '58.50'N 6 8°5 0'00"E - 51.61 'N60°1 9' 03"E - 4 9 .5 8 'UTILITY EASEMENT (REC. No. 201108749)N30°08 '30"W - 1 1 0.18' N47°27'00"E - 99.50'N45°47'50"E - 41.16'RADIUS = 128.43' DELTA = 43°05'29" ARC = 96.59' TANGENT = 50.71' CHORD = 94.33' BRG = S84°56'44"W S23°55'35"W62.17'S32°22'07 "E - 1 45. 6 4 ' 7976 S63°24'00"W 7.00' 25' 28' 25.5' 27.5' 30' 27.5' BW 42'TW 45.5' SNOW STORAGE 215 S.F. SNOW STORAGE 230 S.F. BUILDING ENVELOPE 15' - 0" 15 ' - 0" 5' - 0" 20' - 0" ASPHALT DRIVEWAY PATIO SOD BOULDER RETAINING WALL BOULDER RETAINING WALL CONCRETE DRAIN PAN TEMPORARY 10 YD CONSTRUCTION DUMPSTER LOCATION ELECTRIC METER GAS METER BW 38.5' TW 41.9' 7942' 7928' 7937' 7947' 3/PT 2/PT 2/PT 2/PT 1/PP 1/PT SILT FENCE GC EXISTING TREE TO BE REMOVED 793 8 793 79167926 7 928 7 932 79 34 79 42 7942 7944 79 48 7 9 52 793 0 7950 7926 79267928793079327 9 3 4 79387944 794 6 7948 7948 7946 7942 793 8 793 4 79249.0' 20.4' 12' R10.0' 19.0'12.5'@4%3 4.5'@ 5.8%12.5'@4%2%2% 2% HP 48.5 48.5 28.0 28.0 27.5 27.5 27.2 27.5 27.326.9 27.2 42.0 41.7 41.0 37.0 40.8 27.0 25.5 25.0 38.5 41.8 87. 14 ' 791679187922 79 22 7924 7924 792 6 7926 792 8 792 8 7 932 7 932 7934793 4 793 6 7936 79 38 7938 7 9 42 7942 79 4 4 7944 7946 7946 79 48 7948 7 952 7 9 5 2 7954 7954 7956 7 956 7 9 58 7958 7 962 7964 79 64 7 96 6 7966 796879687 968 797 2 7 974 7 976 79 62 792079 30 793 0 79 40 7940 7950 79507960 796079707970 5/VL GC BW 45.5'TW 48.5' CONCRETE PAVERS TW 41' BW 35' 1/PP 2/PP 5/CS BW 29' TW 35' BW 27.3' TW 30.3' TW 31' TW 30.5' TW 29.5' BW 27.5' Landscape Contractor shall provide per-unit price for all plant materials by type and size, as called out on Planting Plans. Unit price to include materials, installation, and warranty Contractor to contact Architect for resolution. Failure to make such conflicts known to the Architect will result in Contractor's liability to relocate the materials. It is the Landscape Contractor's responsibility to furnish plant materials free of pests or plant diseases. Pre-selected or 'tagged' material must be inspected by the Landscape Contractor and certified pest and disease free. It is the Landscape Contractor's obligation to warranty all plant Final location and staking of all plant materials shall be at the direction of the Landscape Contractor. Landscape Contractor shall not proceed with planting operations until staking is fully approved. Coordinate installation of large plant material with installation of pavement and curb and gutter. Any damage to improvements by others is the responsibility of the Landscape Contractor. Provide matching sizes and forms for each species of trees installed on grid or spaced equally in rows Provide matching sizes and forms for all plants used for hedges. Space equally on grid, row or triangularly as noted in plant legend remarks or shown on plans. See planting details. All shrub and groundcover beds are to be mulched with 2" deep layer of compost mulch, Plant count in plant legend is for information only. Landscape Contractor is responsible to verify quantities for all plant materials and sizes shown on plans. In case of any discrepancies, greater All plant material specified shall be nursery grown. as detailed and specified in the project manual. or 3" deep layer of wood chip mulch, see specs. quantity takes presidence, whether on plan or in legend. Landscape Contractor shall be responsible for becoming aware of all underground utilities, pipes and structures. The Landscape Contractor shall be held responsible for contacting all utility companies for field location of all underground utility lines prior to any excavation. Landscape Contractor shall take sole responsibility for any cost incurred due to damage of said utilities. Do not willfully proceed with construction as designed when it is obvious that unknown obstructions and/or grade differences exist that may not have been known during design. Such conditions shall be immediately brought to the attention of the Architect. The Landscape Contractor shall assume full responsibility for all necessary revisions due to failure to give such notification. Landscape Contractor shall be responsible for any coordination with the General Contractor and other Landscape Contractor to receive site graded to +/-0.1 foot of finished grade. Landscape Contractor Plant names are abbreviated on the drawings. See plant legend for symbols, botanical/common names, If conflicts arise between actual size of planting areas and areas shown on the plans, Landscape to inspect grades and issue a letter of site acceptance prior to starting landscape installation.. subcontractors as required to accomplish planting operations. 6. 18. 17. 16. 14. 15. 11. 12. 13. 10. 7. 8. 9. as shown on drawings. materials per the specifications. sizes, estimated quantities and remarks. 4. 5. 2. 3. 1. See details and landscape specifications for staking method, plant pit dimensions and backfill requirements. landscape installation is complete. No low spots or ponding of surface water will be accepted in the final work. The Landscape Contractor shall be responsible for returning the site to original finished grade once the Refer to landscape specifications for planting requirements, soil preparation testing, materials and execution. Planting Notes coarse texture. to each other. -Apply seed at specified rates in (2) equal sowings at right angles -Place straw within 24 hrs @ (2) 50 LB bails per 1000 SF, crimp into soil -Grade soil of seeded areas to smooth even surface w/ moderately mature seed-bearing stalks or roots of prohibited or noxious weeds. Clean oat or wheat straw well seasoned before bailing, free from Mountain Mixture #603 available from Applewood Seed Co. Low Grow Mix as available from Arkansas Valley Seed, Inc. Total Seed Mix - 9 oz. / 1000 SF (25 LBS / Acre) Denver, Colo., (303)431-6283. Denver, Colo.,(303)320-7500. Native Grass: In all disturbed areas not receiving plant bed. Wildflower Seed - 5 oz. / 1000 SF Native Grass Seed - 4 oz. / 1000 SF -Loosen soil of seeded areas to depth of 4" Revegetation Specifications - All planting beds will be irrigated with a drip irrigation system. - All re-seeding will be irrigated with temporary drip system. Irrigation Wildflowers: Straw Mulch: Seed Mix: Seeding:Revisions STAMP 56 Edwards Village Blvd Suite 210Edwards, CO 816362 970-766-1740TAB Associates, Inc. 4/20/2018 10:20:57 AMC:\Users\anna\Documents\1736-Hagedorn Residence-CENTRAL_anna_detached_anna457AF.rvt1736Hagedorn ResidenceSchematicDesignLandscape PlanA1.1 04/09/18LEGEND NOTES 2658 Arosa DriveVail, Colorado 816571 A1.1 1" = 10'-0" LANDSCAPE PLAN TREES TO BE REMOVED: (1) 2" DECIDUOUS TREE 0 10 155 SCALE: 1" = 10'-0" DRB APPROVED 5/2/2018 12:00:00 AM UP WH UP DN A3.1 1 A3.14 A3.12 A3.1 3 2 0' - 1 0 " 5 1/2 " 11 ' - 8 "5 1/2 " 7' - 10 3/4 " 2' - 9 3/4"3 1/2"14' - 6"21' - 3 1/2 " 14' - 4 3/8" 8' - 5 1/8 " 1 1' - 2 1/2"25' - 11" 1 2' - 1 1/2" 2' - 2 7/8"3' - 11 1/2 "2' - 2 5/8" 3 ' - 1 1 3/32 " 6 ' - 0" 32' - 1 1" 1 4' - 4 3/8" 2 0' - 4 5/8" 3 4' - 1 1" GARAGE 9 ENTRY FOYER 8 RESTROOM 20 BEDROOM 10 MECHANICAL 193' - 8 1/8"17' - 6 1/4 "6' - 9"9' - 3 5/8" 2 ' - 0"7928' A3.1 1 A3.14 A3.12 A3.1 3 5 1/2"11' - 0 5/8" 5 1/2" 8' - 4 3/4 " 5' - 6 5/8" 1 4' - 0 3/8" 5 1/2 " 8' - 6 1/2 " 5 1/2 " 12' - 1 1"5 1/2"13' - 0" 3 1/2" 5' - 3" 5 1/2" 6' - 5 1/2" 1 7' - 5 7/8" 3 1 /2 " 3 ' - 0" 5 1 /2 " 1 2' - 8 1 /2" 5 1 /2 "4' - 5 1/2"21' - 5 1/2 " 5' - 3 1/2" 8 ' - 8 7/8 " EQ EQ EQEQ EQ EQEQ EQ 3 4' - 4 7/8"5 1/2"16' - 6 31/32" 5 25/32" 8' - 4 3/4" 25' - 11" 14 ' - 5 7/8" 9 ' - 0" 1 2' - 1 1 "25' - 11" 3 6' - 4 7/8" CIRCULATION + STAIR 11 RESTROOM 24 BEDROOM 23 MASTER BEDROOM 25 MASTER BATH 26 LAUNDRY 27 DECK ABOVE31' - 3 5/8" 2 1' - 5 1/8" 7937'2' - 9" A3.1 1 A3.14 A3.12 A3.1 3 5 1/2 "16' - 7 1/4 " 5 1/2" 8' - 4 3/4" 1 4' - 0 3/8" 5 1/2 " 8 ' - 6 1/2 " 5 1/2 " 5 1/2 " 1 0' - 1 1 5 /8" 5 1/2"25' - 0" 5 1/2" 5 1/2 " 3 2' - 0 " 5 1/2 "17' - 6 1/4 "3' - 9 1/2 " 4' - 7 1/4" 9' - 4 1/4 " 4 ' - 8 1/8 " EQ EQ 1 ' - 11 1/2" 3 ' - 6" 3' - 5" 2 ' - 6 5/8" EQEQ EQEQ 7' - 5 1/8"11' - 11 1/4" 6' - 6 5/8 " 25' - 11"5 1/2 " 13' - 6 7/8" 5 1/2 " 8 ' - 6 1/2" 5 1/2 " 1 1' - 5 1/8"5 1/2 "16' - 7 1/4 " 5 1/2" 8' - 4 3/4" 25' - 11" 34' - 1 1"25' - 11" 32' - 1 1 " LIVING 18 LIGHT FIXTURE (10' A.G.) LIGHT FIXTURE (26' A.G.) LIGHT FIXTURE (7' A.G.)31' - 3 5/8"21' - 5 1/4"1' - 6"1' - 6 1/2" 5 ' - 6 1/2 " 7942' MID. LEVEL 7947' SOFFIT/ROOF ABOVE 2' - 9"Revisions STAMP 56 Edwards Village Blvd Suite 210Edwards, CO 816362 970-766-1740TAB Associates, Inc. 4/20/2018 10:27:10 AMC:\Users\anna\Documents\1736-Hagedorn Residence-CENTRAL_anna_detached_anna457AF.rvt1736Hagedorn ResidenceSchematicDesignFloor PlansA1.2 04/09/181/4" = 1'-0"A1.2 1 ENTRY LEVEL FLOOR PLAN 1/4" = 1'-0"A1.2 2 MAIN LEVEL FLOOR PLAN 1/4" = 1'-0"A1.2 3 UPPER LEVEL FLOOR PLAN LIGHT FIXTURE (7' A.G.) DECK ABOVE 2658 Arosa DriveVail, Colorado 816570 8 12 164 SCALE: 1/4" = 1'-0" EXTERIOR LIGHTING CUT SHEET QUANTITY: 4 DRB APPROVED 5/2/2018 12:00:00 AM UP DN UP DN 807 SF Area 22' - 0" 1 1' - 9 3/8" 33' - 0 " 2 ' - 0" 14' - 6 7/8" 20' - 5 1 /8 "20' - 9 3/8 " GARAGE 9 MECHANICAL 19 ENTRY FOYER 8 RESTROOM 20 BEDROOM 10 953 SF Area CIRCULATION + STAIR 11 LAUNDRY 27 MASTER BATH 26 MASTER BEDROOM 25RESTROOM 24 BEDROOM 23 CLOSET 29 CLOSET 30 CLOSET 31 3 4' - 4 7/8"25' - 11" 1 3' - 1 " 9 ' - 3 1/2"2' - 9"2' - 9" 14 - 0 3 /8"17' - 6 1/4"2' - 0"8' - 4 3/4 " 919 SF Area LIVING 18 3 2' - 1 1"25' - 11" 1 1' - 5 1/8"2' - 9" 9 ' - 2 11/16"2' - 9"1 4' - 0 3/8"17' - 6 9/16" 2' - 0"8' - 4 3/4" Revisions STAMP 56 Edwards Village Blvd Suite 210Edwards, CO 816362 970-766-1740TAB Associates, Inc. 4/23/2018 9:11:27 AMC:\Users\anna\Documents\1736-Hagedorn Residence-CENTRAL_anna_detached_anna457AF.rvt1736Hagedorn ResidenceSchematicDesignGross Residential Floor AreaA1.3 04/09/181/4" = 1'-0"A1.3 1 ENTRY LEVEL 1/4" = 1'-0"A1.3 2 MAIN LEVEL 1/4" = 1'-0"A1.3 3 UPPER LEVEL 2658 Arosa DriveVail, Colorado 81657GRFA Calculation – PS District 12 -6D-8: Density Control Total Site Area 14,018.2 Square Feet 10,000 SF * 0.46 = 4,600 SF 4,018.2 SF * 0.38 = 1,526.9 SF Total Allowable GRFA for Site 6,126.9 SF Total GRFA for Primary Unit 1100.5 SF - Basement 1553.5 SF - Main Level 486.2 SF - Garage 244.3 SF - Deck 3,384.50 SF - 486.2 SF (GARAGE) Total Allowable GRFA for Site 6,126.9 SF Total GRFA for Primary Unit -2,898.3 SF Total Allowable GRFA for Secondary 6,126.9 * 0.4 = 2,450.76 SF Building GRFA Entry Level 807 SF Main Level 953 SF Upper Level 919 SF Enclosed Garage -243.81 SF Total 2,435.19 SF Total GRFA Before Deduction 2,43519 SF Basement Deduction (Ref. A1.7) 75% Entry Level w/ Deduction 807 SF * 0.75 = 605 SF Total GRFA w/o Deduction 2,435.19 SF Total GRFA w/ Deduction - 605 SF 1,830.19 SF 3,228.6 SF Left of the Allowable GRFA 2,898.3 SF GRFA for Primary Unit 0 8 12 164 SCALE: 1/4" = 1'-0" DRB APPROVED 5/2/2018 12:00:00 AM PH TV S S 7951' 7947' 7950' 7946' 7947' 7946' 7945'7948' 7945' 7949' 7946' 7943' 7942' 7941' 7945' 7946' 7943' 7942' 7941' 7942' 7941' 7939' 7938' 7937' 7942' 7941' 7939' 7938'7937' 7937' 7936' 7935' 7934' 7934' 7937' 7936' 7935' 7934' 7934' 7932' 7932' 7931' 7930' 7929' 7929' 7931' 7930' 7929' 7929' 7930' 7929' 7927' 7926' 7926' 7928' 7927' 7925' 7923' 7928' 7929' 7926' 7974' 7971' 7973' 7968' 7972' 7968' 7971' 7968' 7968'7973' 7968' 7968' 7968' 7968' 7968' 7968' 7968' 7968' 7971' 7970' 7971' 7968' 7968' 7968' 7968' 7968' 7970' 7967' 7967'7968' 7970' 7968' 7968' 7968' 7968'7970' 7970' 7970' 7968' 7968' 7968' 7967'7967' 7967' 7970' 7970' 7970' 7968' 7968' 7968' 7967' 7967'7967' 7969' 7969' 7967' 7965' 7965' 7965' 7964' 7963' 7963' 7969' 7967' 7965' 7965' 7965' 7964'7963'7963' 7965' 7964' 7963' 7963' 7962'7961' 7960' 7959' 7964' 7963' 7963' 7962' 7961' 7960' 7959' 7959' 7960' 7959' 7958' 7957' 7956' 7956' 7959' 7960' 7959' 7958' 7957' 7958' 7957' 7957' 7956' 7955' 7957' 7957' 7956' 7956' 7955' 7953' 1,175.650 SF DRIVEWAY DRIVEWAY CALCULATIONS TOTAL SITE AREA: 14,018.2 SF EXISTING DRIVEWAY AREA: 1,176.72 SF PROPOSED DRIVEWAY AREA: 704.05 SF TOTAL DRIVEWAY AREA: 1,176.72 SF + 704.05 SF = 1,880.77 SF 704.05 SF DRIVEWAY CALCULATED AREA 40%50%30% 0% 30% 50% 0% 0% 30% 10% 0% 0% 0% 30% 0% 0% 0% 0% 0% 10 % 10% 0% 10%10% 30% 30% 30% 30% 30% 40% 40% 20%30% 40% 20% 30%30%30% 40% 30%50%40% 40% 40%40%30% 30% 10% 20% 20% 20% 20% 10% 30% 40% 40% 20% 30% 40% 40% 40% 20% 30% 40% 40% 40% 50%50% 40% 40% 30% 40% 40% 40% 50% 30% 20% 30% 30% 30% 30% 20% 30% 40% SLOPE CALCULATIONS 0.3 + 0.5 + 0.4 + 0.5 + 0.3 + 0.0 + 0.0 + 0.1 + 0.3 + 0.0 + 0.0 + 0.0 + 0.0 + 0.3 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.1 + 0.1 + 0.0 + 0.1 + 0.1 + 0.3 + 0.3 + 0.3 + 0.3 + 0.3 + 0.4 + 0.4 + 0.4 + 0.3 + 0.2 + 0.2 + 0.3 + 0.3 + 0.3 + 0.4 + 0.5 + 0.3 + 0.4 + 0.4 + 0.4 + 0.4 + 0.3 + 0.1 + 0.3 + 0.2 + 0.2 + 0.2 + 0.1 + 0.2 + 0.3 + 0.4 + 0.4 + 0.2 + 0.3 + 0.4 + 0.4 + 0.4 + 0.2 + 0.3 + 0.4 + 0.4 + 0.4 + 0.5 + 0.5 + 0.4 + 0.4 + 0.3 + 0.4 + 0.4 + 0.4 + 0.5 + 0.3 + 0.2 + 0.3 + 0.3 + 0.3 + 0.3 + 0.4 + 0.2 + 0.3 = 22.7 22.7/84 = .27 = 27% SLOPE (BAS IS OF BEARINGS ) 5 . 0 0 ' 5' HOLY CROSS ELECTRIC ASSOCIATION EASEMENT (RECEPTION No. 223296) CONC. BLOCK WALL CONC. BLOCK WALL ROOF OUTLINE INDICATES A STONE RETAINING WALL GROUP OF DECIDUOUS TREES 7974.6 7972.8 7971.9 7970.9 7969.7 7971.5 7969.8 7969.9 7969.3 7968.4 7966.9 7965.1 7965.6 7967.4 7970.1 7968.4 7968.2 7968.1 7968.1 7967.6 7964.9 7968.5 7972.0 7971.1 7971.1 7968.4 7 968.4 7914.3 7917.1 7921.8 7925.3 7928.7 PARAPET PARAPET 7979.0 GARAGE ENTRY PARAPET 7980.9 7976.8 SEWER MANHOLE RIM ELEV. = 7968.7' SEWER MANHOLE RIM ELEV. = 7919.4' FOUND A No. 5 REBAR WITH A 1 1 _ 2" ALUMINUM CAP P.L.S. No. 30091 FOUND A No. 5 REBAR WITH A 1 1 _ 2" ALUMINUM CAP P.L.S. No. 30091 FOUND A PLAIN No. 5 REBAR FOUND A PLAIN No. 5 REBAR FOUND A No. 5 REBAR WITH A 1 1 _ 2" ALUMINUM CAP P.L.S. No. 23506 FOUND A PLAIN No. 5 REBAR FOUND A No. 5 REBAR WITH A WASHER (N80°10'53"W - 0.24' FROM CORNER) FOUND A No. 5 REBAR WITH A 1 1 _ 2" ALUMINUM CAP P.L.S. No. 30091 0.1684 AC. 2610 7,334 SQ. FT. 0.1534 AC. 2658 6,685 SQ. FT. PROPERTY LINE CREATED BY THIS PLAT OUTLINE OF EXISTING RESIDENCE LOT 4 LOT 3A LOT 2 LOT 5 A R O S A D R IV E (50' R.O.W.)AROSA DRIVE (50' R.O.W.)NORTH FRONTAGE ROAD WEST(I-70 R.O.W.)LOT 8 LOT 3B 57.22 ' 52.96 '87. 14 ' 58.50 ' N 6 8 ° 5 0 '00"E - 5 1 .6 1 'N 6 0 ° 19 '03"E - 49.5 8' UTILITY EASEMENT (REC. No. 201108749)N30° 08'30"W - 1 1 0. 1 8'N47° 27'00"E - 99.50'S63°24'00"W 7.00'N45° 47'50"E - 41.16'RADIUS = 128.43' DELTA = 43°05'29" ARC = 96.59' TANGENT = 50.71' CHORD = 94.33' BRG = S84°56'44"W S23° 55'35"W62.17'S32° 22'07"E - 145 .64 '32.0 ' 8.1'4.1' 1 1 .7 '2 2 .4'5.6' 32 .9'9.6' 13.4 '7.1' 22 .1 '18.2' 9.7' 2.1 '11.1' 2.1 '791679187 922 79 22 7924 7924 792 6 7926 792 8 7 928 7 9 32 7 932 793479 34 793 6 7 93 6 79 38 7938 79 42 7942 79 4 4 7944 7946 7946 7948 7948 7 9 52 7 9 52 7954 7954 7956 7 956 7 9 58 7958 7962 7964 79 64 7 96 6 7966 796879687 968 797 2 7 974 7 976 79 62 792079 30 793 0 7940 7940 7950 79507960 796079707970 Architecture Engineering Planning Interiors© , DLR Group inc., a Colorado corporation, ALL RIGHTS RESERVEDRevisions ENGINEER'S STAMP 4/20/2018 10:30:15 AMC:\Users\anna\Documents\1736-Hagedorn Residence-CENTRAL_anna_detached_anna457AF.rvt1736Hagedorn ResidenceSchematicDesignSlope StudyA1.4 04/09/18Enter address here 1" = 10'-0"A1.4 1 SLOPE ANALYSIS AND DRIVEWAY AREA CALCULATIONS 0 20 30 4010 SCALE: 1" = 10'-0" DRB APPROVED 5/2/2018 12:00:00 AM (BASI S OF BEARI NGS) 6 0 . 0 0' 5' HOLY CROSS ELECTRIC ASSOCIATION EASEMENT (RECEPTION No. 223296) SEWER MANHOLERIM ELEV. = 7968.7' SEWER MANHOLERIM ELEV. = 7919.4' FOUND A No. 5 REBAR WITH A 1.5 " ALUMINUM CAP P.L.S. No. 30091 FOUND A No. 5 REBAR WITH A 1.5 " ALUMINUM CAP P.L.S. No. 30091 FOUND A PLAIN No. 5 REBAR FOUND A PLAIN No. 5 REBAR FOUND A No. 5 REBAR WITH A 1.5 " ALUMINUM CAP P.L.S. No. 23506 FOUND A PLAIN No. 5 REBAR FOUND A No. 5 REBAR WITH A WASHER (N80°10'53"W - 0.24' FROM CORNER) FOUND A No. 5 REBAR WITH A 1.5 " ALUMINUM CAP P.L.S. No. 30091 0.1684 AC. 2610 7,334 SQ. FT. 0 .15 3 4 AC. 2658 6,6 8 5 SQ. FT. OUTLINE OF EXISTING RESIDENCE LOT 4 LOT 3A LOT 2 LOT 5 AROS A DRIV E (50' R.O.W.)AROSA DRIVE (50' R.O. W.)NORTH FRONTAGE ROAD WEST (I-70 R.O.W.)LOT 8 LOT 3B57.22' 52.96 '87. 14 ' 58.50'N68°50'00 "E - 51 .61' N6 0 °1 9 '0 3 "E - 49 .58' UTILITY EASEMENT (REC. No. 201108749)N30°08 '30"W - 1 10 . 18 ' N47°27'00"E - 99.50'N45°47'50"E - 41.16'RADIUS = 128.43' DELTA = 43°05'29" ARC = 96.59' TANGENT = 50.71' CHORD = 94.33' BRG = S84°56'44"W S23°55'35"W62.17'S3 2 ° 2 2 '07 "E - 1 45 .64'7916791879 2 2 7922 7924 7 9 24 792679 26 79287 928 7932 7 932 79347934 793 6 7 936 7 93 8 7 9 38 79 4 2 7942 7944 7944 79 46 7946 7 9 48 79 4 8 7 952 7 9 5 2 7954 7954 7956 7 9 5 6 7 9 58 7958 79 62 79 6 4 7 9 6 4 79 66 79 6 6 796879687 968 7 9 72 7974 7976 7962 79207930 793079 40 79407950 79507960 796079707970 S63°24'00"W 7.00' 25' 28' 25.5'12.5'@4%12.5'@4%27.5'34.5'@5.8% 27.5' 27.5' 27.5' 30' 27.5' BW 29' TW 35' BW 34' TW 38' SNOW STORAGE 215 S.F. SNOW STORAGE 230 S.F. BUILDING ENVELOPE 1 5' - 0" 15' - 0" 5' - 0" 20' - 0" ASPHALT DRIVEWAY PATIO SOD BOULDER RETAINING WALL BOULDER RETAINING WALL 4' CONCRETE DRAIN PAN LIMITS OF DISTURBANCE TEMPORARY 10 YD CONSTRUCTION DUMPSTER LOCATION ELECTRIC METER GAS METER BW 27.3' TW 30.3' BW 38' TW 42' 7942'7 9 2 8' 7937' 7 9 4 7' 2/PT 1/PT SILT FENCE GROUND COVER GROUND COVER 138SF 200SF CONC. PAVERS 115 SF 96SF 42 SF 38SF SHRUBS 16 SF NATURAL GRASSES 2548 SF BOULDER WALL 82 SF BOULDER WALL 53 SF SHRUBS 16.75 SF SNOW STORAGE 230 SF 47 SF 47 SF PAVERS 100 SF PROPOSED: BOULDER WALLS: 82SF + 53SF + 38SF + 42SF + 96SF = 311SF GROUND COVER: 47SF + 47SF = 94SF WALKS: 115SF SHRUBS: 16.75SF + 16SF = 32.75SF SOD: 200SF PATIO: 138SF TREES: 392.76SF NATURAL GRASS SEED: 3949.15SF PROPOSED SOFTSCAPE = 94SF + 32.75SF + 200SF + 392.76SF + 3949.15SF = 4,668.66SF PROPOSED HARDSCAPE = 311 + 115SF + 138SF = 564SF EXISTING: WALKS: 40SF + 25SF = 100SF TREES: 1,102.15SF NATURAL GRASS SEED: 2,180.87SF EXISTING SOFTSCAPE = 3,283.02SF EXISTING HARDSCAPE = 100SF TOTAL LANDSCAPING (EXISTING + PROPOSED): SOFTSCAPE: 3,283.02SF + 4,668.66SF = 7,951.68SF HARDSCAPE: 100SF + 564SF = 664SF TOTAL LANDSCAPE: 8,615.68SF LANDSCAPE AREA CALCULATIONS:4' - 0"4' - 0"4' - 0"4' - 0"4' CONCRETE DRAIN PAN 2/PT 2/PT 2/PT 1/PP 5/VL 1/PP 2/PP 5/CS TW 31' TW 30.5' TW 29.5' BW 27.5'Revisions STAMP 56 Edwards Village Blvd Suite 210Edwards, CO 816362 970-766-1740TAB Associates, Inc. 4/20/2018 10:33:12 AMC:\Users\anna\Documents\1736-Hagedorn Residence-CENTRAL_anna_detached_anna457AF.rvt1736Hagedorn ResidenceSchematicDesignSite Development StandardsA1.5 04/09/180 20 30 4010 SCALE: 1" = 10'-0" LANDSCAPE AREA: EXISTING: 3,383.02 SF PROPOSED: 5,232.66 SF TOTAL: 8,615.68 SF SOFTSCAPE: (E)3,283.02 + (P)4,668.66 = 7,951.68 SF HARDSCAPE: (E)100 + (P)564 = 664 SF BUILDING HEIGHT: 30' FLAT ROOF SITE COVERAGE: 955.01 SF (REFERENCE A1.6) PARKING: ENCLOSED - 1 SPACE (9'x18') UNENCLOSED - 2 SPACE (9'x19') DRIVEWAY AREA: 12' MIN WIDTH MAX GRADE: 5.8% CURB CUTS:1 EXISTING, 1 PROPOSED DRAIN PAN WIDTH: 4' NUMBER OF DWELLING UNITS: 1 PROPOSED 1 EXISTING SETBACKS: FRONT: 20' BACK: 5' (EASEMENT) SIDES: 15' SNOW STORAGE: 215 SF + 230 SF = 445SF 1" = 10'-0" SITE DEVELOPEMENT PLAN DEVELOPMENT STANDARDS LANDSCAPE AREA: TOTAL SITE AREA: 14,018.2 SF REQUIRED LANDSCAPING: 14,018.2 * 0.6 = 8,410.92 SF HARDSCAPE NOT TO EXCEED 20%: 8,410.92 * 0.2 = 1,682.18 SF BUILDING HEIGHT: 30' FLAT ROOF SITE COVERAGE: TOTAL SITE AREA: 14,018.2 SF NOT TO EXCEED 20%: 14,018.2 * 0.2 = 2,803.64 SF SITE COVERAGE OF EXISTING UNIT: 1,847.19 SF ALLOWABLE COVERAGE REMAINING: 2,803.64 - 1,847.19 =956.45 SF PARKING: GRFA < 2,000 SF: 2 SPACES DRIVEWAY AREA: 12' MIN WIDTH MAX GRADE (UNHEATED): 10% CURB CUTS: MAX 2 DRAIN PAN WIDTH: 4' NUMBER OF DWELLING UNITS: NOT MORE THAN 2 PER SITE SETBACKS: FRONT: 20' BACK: 15' SIDES: 15' SNOW STORAGE: UNHEATED DRIVE: 30% OF PAVED AREA 704.05 SF * 0.3 = 211.22 SF 1 A1.5 DRB APPROVED 5/2/2018 12:00:00 AM REF .DW8' - 4 3/4" 2 ' - 0"17' - 6 1/4" 1 3' - 1 1 7/8 " 9 ' - 6 1 /2 " 1 1' - 1 1/2"4' - 0" 32' - 1 1" 21' - 11" AREA 807 SF 42' - 1 1 5 /8 "31' - 3 5/8 " 21' - 5 1 /4 " 3' - 11 1/2"5' - 5 7/8"6' - 8 7/8"ROOF ABOVE DECK ABOVE 1' - 5 3/8" MAIN LEVEL ABOVE AREA 953 SF8' - 4 3/4" 2' - 0"17' - 6 1/4 " 1 4' - 0 3/8" 2' - 9" 9 ' - 5 1/2 " 2' - 9"1 2' - 1 1 "25' - 11" 34' - 4 7/8" CALCULATED SITE COVERAGE ROOF ABOVE DECK ABOVE ENTRY LEVEL BELOW AREA 919 SF 32' - 1 1 " 10' - 0 5/8"31' - 3"25' - 11"2' - 9" 1 1' - 5 1/8" 2 1' - 4 5/8"5' - 3 1/2 " 9 ' - 5 1/2 " 1 4' - 0 3/8" 17' - 6 1/4"2 ' - 0"8' - 4 3/4 " 1 0' - 0" DECK ROOF ABOVE DECK MAIN LEVEL BELOW ENTRY LEVEL BELOW 3 8' - 4 7/8"27' - 4 7/8 "1' - 3" 9 ' - 5 3/8"2' - 9" 1 4' - 0 1 /4" 17' - 6 1/8" 2' - 0"8' - 4 3/4" DECK BELOW MAIN LEVEL BELOW ENTRY LEVEL BELOW Revisions STAMP 56 Edwards Village Blvd Suite 210Edwards, CO 816362 970-766-1740TAB Associates, Inc. 4/9/2018 10:42:00 AMP:\1736 Hagedorn Residence-2658 Arosa Dr\01 Drawing Files\03 Schematic\1736-Hagedorn Residence-CENTRAL_anna_detached.rvt1736Hagedorn ResidenceSchematicDesignSite CoverageA1.6 04/09/180 8 12 164 SCALE: 1/4" = 1'-0" 1/4" = 1'-0" A1.6 1 ENTRY LEVEL FLOOR PLAN W/OVERLAYS 1/4" = 1'-0"A1.6 2 MAIN LEVEL FLOOR PLAN Copy 1 1/4" = 1'-0"A1.6 3 UPPER LEVEL FLOOR PLAN Site Coverage Calculation – PS District 12-6D-9: Site Coverage - Shall not exceed 20% Total Site Area 14,018.2 Square Feet Total Allowable 2,803.64 SF Site Coverage of North Unit 1,847.19 SF Allowable Coverage Remaining 956.45 SF Proposed Site Coverage 955.01 SF 1/4" = 1'-0"A1.6 4 ROOF PLAN DRB APPROVED 5/2/2018 12:00:00 AM ENTRY LEVEL 0' - 0" MAIN LEVEL 9' - 0" ROOF 30' - 0" UPPER LEVEL 19' - 0" T.O. PARAPET 32' - 0" GAS METER (7928') (7937') (7947') (7958') (7961') EXISTING CONTOUR BOTTOM OF STRUCTURE TOP OF FINISH FLOOR TOTAL CALCULATED AREA: 206 SF AREA BELOW GRADE: 206 SF ENTRY LEVEL 0' - 0" MAIN LEVEL 9' - 0" ROOF 30' - 0" UPPER LEVEL 19' - 0" T.O. PARAPET 32' - 0"ROOF SCUPPER (7928') (7937') (7947') (7958') (7961') EXISTING CONTOUR TOP OF FINISH FLOOR BOTTOM OF STRUCTURE TOTAL CALCULATED AREA: 278 SF AREA BELOW GRADE: 278 SF ENTRY LEVEL 0' - 0" MAIN LEVEL 9' - 0" ROOF 30' - 0" UPPER LEVEL 19' - 0" T.O. PARAPET 32' - 0" ELECTRIC METER T.O. PARAPET 31' - 0" ROOF SCUPPER (7928') (7937') (7947') (7958') (7961') EXISTING CONTOUR TOTAL CALCULATED AREA: 206 SF AREA BELOW GRADE: 204 SF BOTTOM OF STRUCTURE TOP OF FINISH FLOOR ENTRY LEVEL 0' - 0" MAIN LEVEL 9' - 0" ROOF 30' - 0" UPPER LEVEL 19' - 0" T.O. PARAPET 32' - 0"1' - 0"T.O. PARAPET 31' - 0" (7928') (7937') (7947') (7958') (7961') EXISTING CONTOUR TOTAL CALCULATED AREA: 278 SF AREA BELOW GRADE: 41 SF BOTTOM OF STRUCTURE TOP OF FINISH FLOOR TOTAL HORIZONTAL AREA CALCULATED AT LOWEST LEVEL TOTAL HORIZONTAL AREA CALCULATED BELOW GRADE AT LOWEST LEVEL Revisions STAMP 56 Edwards Village Blvd Suite 210Edwards, CO 816362 970-766-1740TAB Associates, Inc. 4/23/2018 9:24:56 AMC:\Users\anna\Documents\1736-Hagedorn Residence-CENTRAL_anna_detached_anna457AF.rvt1736Hagedorn ResidenceSchematicDesignGRFA Basement CalculationsA1.7 04/19/181/4" = 1'-0"A1.7 2 EAST ELEVATION 1/4" = 1'-0"A1.7 1 NORTH ELEVATION 1/4" = 1'-0"A1.7 4 WEST ELEVATION 1/4" = 1'-0"A1.7 3 SOUTH ELEVATION BASEMENT DEDUCTION CALCULATIONS: TOTAL HORIZONTAL AREA AT LOWEST LEVEL: 278 SF + 206 SF + 278 SF + 206 SF = 968 SF TOTAL HORIZONTAL AREA BELOW GRADE AT LOWEST LEVEL: 278 SF + 206 SF + 41 SF + 204 SF = 729 SF PERCANTAGE OF HORIZONTAL AREA BELOW GRADE AT LOWEST LEVEL: 729 SF / 968 SF = 75% 0 8 12 164 SCALE: 1/4" = 1'-0" DRB APPROVED 5/2/2018 12:00:00 AM Revisions STAMP 56 Edwards Village Blvd Suite 210Edwards, CO 816362 970-766-1740TAB Associates, Inc. 4/9/2018 11:51:56 AMP:\1736 Hagedorn Residence-2658 Arosa Dr\01 Drawing Files\03 Schematic\1736-Hagedorn Residence-CENTRAL_anna_detached.rvt1736Hagedorn ResidenceSchematicDesign3D-Views & Existing ImagesA3.0 04/09/18A3.0 1 3D VIEW 1 A3.0 2 3D VIEW 2 A3.0 3 3D VIEW 3 The Hagedorn Residence has been designed as a high-quality mountain contemporary structure with the goal of complementing its surroundings and the existing Vail Ridge community. Its tiered cubic forms, staggered block-like elements, and asymmetric window placements complement the existing home on Lot 3A. The use of stucco as the primary siding material, with horizontal wood as an accent, also mirrors its neighbor to the north. Stone has been used sparingly around the garage and main entrance to ground the home and create a warm entry. The home being set into the hillside greatly reduces its visual mass, and helps integrate the structure with the steep slopes around it.PRIMARY STRUCTURE 2658 Arosa Dr. Vail, Colorado 81657 2658 Arosa DriveVail, Colorado 81657DRB APPROVED 5/2/2018 12:00:00 AM ENTRY LEVEL 0' - 0" MAIN LEVEL 9' - 0" ROOF 30' - 0" UPPER LEVEL 19' - 0" X-1 X-2 (7928') (7937') (7947') (7958') T.O. PARAPET 32' - 0" (7961') 3' - 6 1/2"4' - 0" GAS METER 3' - 2 3/4" LIGHT FIXTURE ENTRY LEVEL 0' - 0" MAIN LEVEL 9' - 0" ROOF 30' - 0" UPPER LEVEL 19' - 0" X-1 (7928') (7937') (7947') (7958') T.O. PARAPET 32' - 0" (7961')ROOF SKUPPER ENTRY LEVEL 0' - 0" MAIN LEVEL 9' - 0" ROOF 30' - 0" UPPER LEVEL 19' - 0" X-1 X-2 X-3 (7928') (7937') (7947') (7958') T.O. PARAPET 32' - 0" (7961') X-1 4' - 0" 3' - 6 1/2"X-2 LIGHT FIXTURE LIGHT FIXTURE 1' - 0"T.O.P 31' - 0" ENTRY LEVEL 0' - 0" MAIN LEVEL 9' - 0" ROOF 30' - 0" UPPER LEVEL 19' - 0" X-1 X-2 (7928') (7937') (7947') (7958') T.O. PARAPET 32' - 0" (7961') ELECTRIC METER 4' - 0"3' - 2 3/4" LIGHT FIXTURE T.O.P 31' - 0" X-1 X-2 X-3 STONE DRY-STACKED COLORADO BUFF SANDSTONE STUCCO EAGLET BEIGE SW7573 WOOD CLEAR VERTICAL GRAIN HEMLOCK VINTAGE WOODS TOBACCO BROWN WINDOWS JELD-WEN NO-GRILLE DARK BRONZE X-4 FLASHING DARK BRONZE X-5 LEGEND NOTES Revisions STAMP 56 Edwards Village Blvd Suite 210Edwards, CO 816362 970-766-1740TAB Associates, Inc. 4/20/2018 10:35:27 AMC:\Users\anna\Documents\1736-Hagedorn Residence-CENTRAL_anna_detached_anna457AF.rvt1736Hagedorn ResidenceSchematicDesignExterior Elevations 1/8" ScaleA3.1 04/09/181/8" = 1'-0"A3.1 2 EAST ELEVATION 1/8" = 1'-0"A3.1 3 NORTH ELEVATION 1/8" = 1'-0"A3.1 1 SOUTH ELEVATION 1/8" = 1'-0"A3.1 4 WEST ELEVATION 2658 Arosa DriveVail, Colorado 816570 16 24 328 SCALE: 1/8" = 1'-0" DRB APPROVED 5/2/2018 12:00:00 AM ENTRY LEVEL 0' - 0" MAIN LEVEL 9' - 0" ROOF 30' - 0" UPPER LEVEL 19' - 0" T.O. PARAPET 32' - 0" X-1 X-2 GAS METER LIGHT FIXTURE (7928') (7937') (7947') (7958') (7961') EXISTING CONTOUR ENTRY LEVEL 0' - 0" MAIN LEVEL 9' - 0" ROOF 30' - 0" UPPER LEVEL 19' - 0" T.O. PARAPET 32' - 0" X-1 ROOF SCUPPER (7928') (7937') (7947') (7958') (7961') EXISTING CONTOUR ENTRY LEVEL 0' - 0" MAIN LEVEL 9' - 0" ROOF 30' - 0" UPPER LEVEL 19' - 0" T.O. PARAPET 32' - 0" X-1 X-2 X-3 X-1 X-2 LIGHT FIXTURE LIGHT FIXTURE1' - 0"T.O. PARAPET 31' - 0" (7928') (7937') (7947') (7958') (7961') EXISTING CONTOUR ENTRY LEVEL 0' - 0" MAIN LEVEL 9' - 0" ROOF 30' - 0" UPPER LEVEL 19' - 0" T.O. PARAPET 32' - 0" X-1 X-2 ELECTRIC METER LIGHT FIXTURE T.O. PARAPET 31' - 0" ROOF SCUPPER (7928') (7937') (7947') (7958') (7961') EXISTING CONTOUR X-1 X-2 X-3 STONE DRY-STACKED COLORADO BUFF SANDSTONE STUCCO EAGLET BEIGE SW7573 WOOD CLEAR VERTICAL GRAIN HEMLOCK VINTAGE WOODS TOBACCO BROWN WINDOWS JELD-WEN NO-GRILLE DARK BRONZE X-4 FLASHING DARK BRONZE X-5 LEGEND NOTES LEGEND NOTES ARE COMMON TO ALL FLOOR PLANS. SOME NOTES MAY NOT APPLY TO THIS SHEET Revisions STAMP NORTH 56 Edwards Village Blvd Suite 210Edwards, CO 816362 970-766-1740TAB Associates, Inc. 4/20/2018 10:37:44 AMC:\Users\anna\Documents\1736-Hagedorn Residence-CENTRAL_anna_detached_anna457AF.rvt1736Hagedorn ResidenceSchematicDesignExterior Elevations 1/4" ScaleA3.2 04/09/181/4" = 1'-0"A3.2 1 EAST ELEVATION 1/4" = 1'-0"A3.2 2 NORTH ELEVATION 1/4" = 1'-0"A3.2 3 SOUTH ELEVATION 1/4" = 1'-0"A3.2 4 WEST ELEVATION 2658 Arosa DriveVail, Colorado 816570 8 12 164 SCALE: 1/4" = 1'-0" DRB APPROVED 5/2/2018 12:00:00 AM X-1 X-2 X-3 STONE DRY-STACKED COLORADO BUFF SANDSTONE STUCCO EAGLET BEIGE SW7573 WOOD CLEAR VERTICAL GRAIN HEMLOCK VINTAGE WOODS TOBACCO BROWN WINDOWS JELD-WEN NO-GRILLE DARK BRONZE X-4 FLASHING DARK BRONZE X-5 Revisions STAMP 56 Edwards Village Blvd Suite 210Edwards, CO 816362 970-766-1740TAB Associates, Inc. 4/23/2018 9:12:30 AMC:\Users\anna\Documents\1736-Hagedorn Residence-CENTRAL_anna_detached_anna457AF.rvt1736Hagedorn ResidenceSchematicDesignMaterialsA3.3 04/09/18JELD WEN WINDOW CATALOGUE DRB APPROVED 5/2/2018 12:00:00 AM DRB APPROVED 5/2/2018 12:00:00 AM DRB APPROVED 5/2/2018 12:00:00 AM Revisions STAMP 56 Edwards Village Blvd Suite 210Edwards, CO 816362 970-766-1740TAB Associates, Inc. 4/9/2018 10:42:26 AMP:\1736 Hagedorn Residence-2658 Arosa Dr\01 Drawing Files\03 Schematic\1736-Hagedorn Residence-CENTRAL_anna_detached.rvt1736Hagedorn ResidenceSchematicDesignDuplex PlatTS0.1 04/09/182658 Arosa DriveVail, Colorado 81657DRB APPROVED 5/2/2018 12:00:00 AM Revisions STAMP 56 Edwards Village Blvd Suite 210Edwards, CO 816362 970-766-1740TAB Associates, Inc. 4/9/2018 10:42:26 AMP:\1736 Hagedorn Residence-2658 Arosa Dr\01 Drawing Files\03 Schematic\1736-Hagedorn Residence-CENTRAL_anna_detached.rvt1736Hagedorn ResidenceSchematicDesignSurveyTS1.0 04/09/182658 Arosa DriveVail, Colorado 81657DRB APPROVED 5/2/2018 12:00:00 AM